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Axisvm 10 Crack

Now, the crack width and the crack length are allowed for calculation of the deflection of partial prestressed concrete beam. Design calculations of full prestressed concrete and prestressed-in-tension concrete spans can be performed considering the effect of tension stiffening. The effect of tension stiffening is not only added to the prestressed beam but also multiplied to the current loading component. Design calculations of prestressed-in-tension concrete beams can be performed considering the effect of tension stiffening, tension and compression stiffening, and the effect of prestressing amount. User can specify the need for compression reserve and the cracking condition of the prestressing.

An interface with Tekla has been implemented. Tekla data can be exported from New AxisVM and imported to Rhino. Tekla can contain up to 3,000 nodes and lines, but the maximum amount of a single Tekla object in a design calculation is set to 10,000 nodes and lines. Each node or line in Tekla is represented by one unit object in New AxisVM.

The SPIs contain 10 factors for static (T1, T2, T3) and 15 factors for rolling load test (F1-F15). The factors can be used for calculating the section modulus, which is a measure of the load bearing capacity of a pavement.

The beam calculation component (RC1) has been extended with a set of new axes, the cross-section consists of four parts, each with the same geometrical characteristics and cross-section related parameters. The cross-section of the beam is divided in four parts, based on the assumption that the beams are generally used in global or local static and dynamic loads. The parts have an equal area in the cross-section and are calculated as an area of a quadrangle. The four parts of the beam cross-section are defined by the supports, and their length is calculated from the deflection of the beam. The module can calculate the deflection of a beam in a given section with the axis, which is calculated from the deformation of the beam. The axis is calculated from the distribution of normal stress. The beam model has new modules: Loads (RC2), Cracks (RC3), Cross-section support (RC4), Cross-section reinforcement (RC5). The calculation of the cross-section support is not fully implemented.

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One of the drawbacks to this approach was that we needed to recompile every time we made even a small change to the code. This slowed everything else we were doing down and because we couldn't always have someone waiting for the application to finish building. 827ec27edc